= discharge in each pipe
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3. The flow form A to I is 300 L/s. Using the following data compute the discharge in each pipe
Use conventional solution.
7
C
1
D
3
نيا
B
5
2
E
6
F
.8
G
H
9
10 I
Pipe
AB
BE
BC
BD
DF
FE
CH
EG
HG
GI
n
0.012
0.011
0.013
0.014
0.014
0.014
0.013
0.011
0.011
0.012
Diameter
(mm)
450
360
300
200
250
200
350
250
300
450
Length
in (m)
300
360
370
150
300
150
660
300
370
600
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